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Construction Of A Road For Pedestrians And Bicycles Along The District Road No. 4132W Ul. Niepokalanowska On A Section With A Length Of Approx. 1250 Meters, Commune: 1) Demolition And Preparatory Works: Reconstruction Of The Route And High Points, Felling Of Trees, Grubbing Up Stumps, Removal Of: Stumps, Logs, Etc., Demolition Works Of: Bases, Surfaces, Curbs, Edges, Sewage, Paving Stones, Fences, Etc., Removal Of Demolition Debris To The Investor Database: Ul. Okrężna 15, 05-850 Umiastów, Other Demolition Materials: Removal And Disposal On The Contractors Side, Dismantling Of Road Signs And Road Safety Elements, Topsoil Removal.2) Earthworks: Excavations, Embankments, Adjustment Of Slopes, Removal Of Soil.3) Drainage Elements Of The Road Body: Construction Of Field Basins And Road Ditches Along With Slopes Reinforced With Openwork Slabs Or Field Stone, Culverts With End Walls With Slopes Reinforced With Openwork Slabs Or Field Stone, Construction Of Linear Drainage, Storm Sewerage.4) Kr3 Roadway Structure (Type 1A): Construction Of A Roadbed, Mechanical Profiling And Compaction Of The Subgrade For The Structural Layers Of The Pavement, Construction Embankment Compacted To E2>=80 Mpa And Is>=1.0 Or Subsoil After Demolition Of The Existing Pavement Adjusted To The Parameters E2>=80 Mpa And Is>=1.0, A Layer Of Natural Aggregate Stabilized With C1.5/2 Cement Delivered From The Factory - Thickness 20 Cm, Substructure Made Of Mechanically Stabilized Crushed Aggregate 0/31.5 Mm Thick. 20 Cm, Mechanical Cleaning And Sprinkling With Asphalt Emulsion Of Bases And Bituminous Surfaces, Base Layer Of Ac 22 P 50/70 Gr. 8 Cm, Binding Layer Of Asphalt Concrete Ac 16 W Pmb 25/55-60 Gr. 6 Cm, Glass Fiber Reinforcing Mesh 120/120 Kn/M, Wearing Course Of Ac 11 S Pmb 45/80-55 Gr. 5 Cm. The Use Of Limestone Aggregates Is Prohibited, Except For Devonian Limestone. 5) Road Structure For Roadway Reinforcement Kr3 (Type 1B): Existing Bituminous Surface After Corrective Milling To A Depth Of 0-4 Cm, Mechanical Cleaning And Sprinkling With Asphalt Emulsion On Bituminous Bases And Surfaces, Binding Layer Of Asphalt Concrete Ac 16 W Pmb 25/55-60 Gr. 3-5 Cm, Glass Reinforcing Mesh 120/120 Kn/M, Wearing Course Of Ac 11 S Pmb 45/80-55 Gr. 5 Cm.6) Road Structure Strengthening The Kr3 Roadway (Type 1C): Existing Bituminous Surface After Corrective Milling To A Depth Of 4-10 Cm, Mechanical Cleaning And Sprinkling With Asphalt Emulsion On Bituminous Bases And Surfaces, Binding Layer Of Asphalt Concrete Ac 16 W Pmb 25/55-60 Gr. 3-5 Cm, Glass Fiber Reinforcing Mesh 120/120 Kn/M, Wearing Course Of Ac 11 S Pmb 45/80-55 Gr. 5 Cm.7) Construction Of Sidewalks (Type 2A) And Sidewalk Made Of Yellow Tiles With Studs (Type 2B): Construction Of A Trough, Profiling And Compaction Of The Subgrade For The Construction Layers Of The Surface, For Type 2A: Building Embankment Compacted To E2>=80 Mpa And Is>=1.0 Or Soil Subgrade After Demolition Of The Existing Surface Brought To The Parameters E2>=6
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